• 방사성폐기물학회지
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• 제16권2호
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• pp.211-221
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• 2018

중성자 확산방정식에 대해 개발된 노달 확산이론을 단순 우성 중성자 수송방정식에 적용할 수 있는 노달 수송이론을 제시한다. 노달이론으로 다항식전개 노달법과 해석함수전개 노달법을 채택하였고 단순 우성 수송방정식은 수송방정식에 대한 합리적 근사이며 기존의 노달해법이 방향 차분된 단순 우성 수송방정식에 정확히 적용될 수 있음을 수치적으로 확인하였다. 본 연구에서는 방법론 개발이 목적이므로 노드 당 최소한의 미지수를 정의하여 사용했지만 미지수를 추가함으로써 정확도를 증가시킬 수 있음은 기존의 노달 확산이론의 경우와 같다. 즉 중성자 수송방정식에 대해 노달이론을 적용하여 소격격자에 대해 계산 정확성이 확보되고 이는 결국 계산 효율성 증대로 나타난다.

• Journal of Advanced Marine Engineering and Technology
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• 제26권1호
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• pp.48-58
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• 2002

There is a purpose of this study for the proposal of the optimum technique utilized for the vibration design initial step. The stiffened plate structure for the ship hull is made for analysis model. To begin with, dynamic characteristics of stiffened plate structure is analysed using FEM. Main vibrational mode of the structure is decided in the analytical result of FEM. The simplified equation on the natural frequency of the main vibrational mode is induced. Next, sensitivity analysis is carried out using the simplified equation, and rate of change of dynamic characteristics is calculated. Then, amount of design variable is calculated using this sensitivity value and optimum structural modification method. The change of natural frequency is made to be an objective function. Thickness of panel, cross section moment of stiffener and girder become a design variable. The validity of the optimization method using simplified equation is examined. It is shown that the result effective in the optimum modification for natural frequency of the stiffened plate structure.

• Nuclear Engineering and Technology
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• 제32권6호
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• pp.605-617
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• 2000

Nodal transport methods are studied for the solution of two dimensional discrete-ordinates, simplified even-parity transport equation(SEP) which is known to be an approximation to the true transport equation. The polynomial expansion nodal method(PEN) and the analytic function expansion nodal method(AFEN）which have been developed for the diffusion theory are used for the solution of the discrete-ordinates form of SEP equation. Our study shows that while the PEN method in diffusion theory can directly be converted without complication, the AFEN method requires a theoretical modification due to the nonhomogeneous property of the transport equation. The numerical results show that the proposed two methods work well with the SEP transport equation with higher accuracies compared with the conventional finite difference method.

• 한국강구조학회 논문집
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• 제17권2호통권75호
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• pp.131-138
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• 2005

강합성 교량의 설계시 종방향 모멘트에 하중분배계수를 고려하여 주형의 최대 모멘트를 계산하고 있다. 이러한 하중분배계수식은 1930년경부터 AASHTO 시방서에 채택된 이후 소폭의 수정을 거듭해 오다가 1994년 LRFD 시방서부터 전폭적으로 수정되었다. LRFD 시방서의 하중분배계수 식은 실제 교량의 거동을 비교적 정확히 반영하고 있는 것으로 알려져 있다. 하지만 LRFD식은 설계모멘트 결정단계에서는 확정할 수 없는 종방향 강성계수를 포함하고 있으므로 반복을 통한 설계를 요구한다. 이러한 LRFD식이 내포하는 반복 설계과정으로 인해 실무에서는 널리 쓰이지 않고 있는 실정이다. 따라서 본 연구에서는 반복 설계과정을 필요로 하지 않는 I형 강합성교량의 하중분배간략식을 LRFD식에 근거하여 도출하였다. 간략식의 검증을 위해 43개의 대표교량의 유한요소해석을 통해 구한 엄밀 하중분배계수와 AASHTO LRFD 식, AASHTO Standard 식으로 구한 하중분배계수와 비교하였다. 그 결과 간략식이 구조물의 안전성을 확보하면서 반복계산을 필요로 하지 않는 것으로 확인되었다.

• Structural Engineering and Mechanics
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• 제12권1호
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• pp.71-84
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• 2001

The objective of this paper is to develop a simplified method that could predict the strength of concrete filled steel tube (CFT) columns applicable to high strength material under combined axial compression and flexure. The simplified method for determining the strength of CFT columns is based on the interaction curve of the section approached by a polygonal connection of the points. These points are determined by using symmetrical properties of the CFT section. For each point, a simple equation is proposed to determine the strength of the slender columns under compression and flexure. The simple equation was adjusted with results of elasto-plastic analysis results. Validation of the simplified method is undertaken by comparison with data from the test conducted at Kyushu University. These results confirm the fact that the simplified method could accurately and reliably predict the strength of CFT columns under combined axial compression and flexure.

• 전기학회논문지
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• 제65권8호
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• pp.1355-1361
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• 2016

The inter-turn fault (ITF) causes the negative sequence components in the d -q voltage equation due to an increase in the unbalance of three-phase input currents. For this reason, d -q voltage equation become complicate as the voltage equation is classified into positive and negative components. In this study, we propose a simplified d -q equivalent circuit of an interior permanent magnet synchronous motor under ITF state. First, we proposed modeling method for d -q current based on the finite element method simulation results. Then, we developed the simplified d -q equivalent circuit by applying the proposed d -q current modeling.

• 한국산학기술학회논문지
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• 제21권6호
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• pp.317-324
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• 2020

본 논문의 목적은 육상구조물과 비교하여 특수한 설치환경 및 목적을 가지고 있는 항만 외곽시설에 대한 보다 현실적인 침하 평가기준을 제안하는데 있다. 최근 신항만 개발 사업으로 축조된 외곽시설 특히 방파제는 먼 바다의 연약 지반에 설치되는 경우가 많다. 외곽시설은 자중으로 파랑 등의 외력에 직접 저항하는 구조물로 그 중량이 상당하여 연약 지반 위에 설치되는 경우에는 침하가 쉽게 발생하지만 구조물의 안정성 또는 기능성에 큰 영향을 주지 않는다. 하지만 현행의 안전점검 세부지침은 이러한 외곽시설의 특성을 고려하지 않은 침하 평가기준을 제시하고 있다. 이에 보다 현실적으로 외곽시설의 침하를 평가할 수 있는 간편식을 제안하였다. 간편식은 설계에서 고려한 허용잔류침하량과 침하 안정성평가 결과를 적용하여 최대 침하량을 선정하도록 하였다. 제안된 간편식의 적정성을 검증하기 위하여 최근 실시한 방파제 6개소의 측량 평가결과와 제안된 간편식 적용결과를 비교하였다. 간편식을 적용하였을 때, 기존 평가결과보다 침하 평가등급이 상향되었으며, 안정성평가 결과 적용 시에는 실제 측량결과와 거의 유사한 결과가 얻어짐을 확인할 수 있었다. 본 간편식을 활용하여 침하평가를 실시할 경우, 구조물에 안정성 및 기능수행 여부와는 무관하게 낮게 평가되는 기존의 침하평가를 보다 현실적으로 실시할 수 있을 것으로 기대된다.

• 한국태양에너지학회 논문집
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• 제34권5호
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• pp.1-9
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• 2014

Daylight is very useful to control the indoor environment, and can save energy in buildings. So it is necessary to evaluate the daylighting performance of buildings. We proposed a simplified equation that can be used in the early stages of design. And we verified the equation by using the measured illuminance data from the 1/5 scale model. We compared the calculated indoor illuminances and measured illuminance including Daylight Factors of scale model in order to verify the applicability of the simplified equation, and proved the analyzed values are acceptable. When we have a target value of the Daylight Factor, we just have to determine the window area, transmittance of the glazing system, and indoor surface reflectance, then can achieve it with this simplified equation.

• 소음진동
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• 제9권3호
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• pp.472-476
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• 1999

The effect of static preload on the dynamic properties of rubber materials is rather important, especially when good isolation characteristics are required at high frequencies. However, there are still few papers for dynamic characteristics of compressed rubber components. It was demonstrated in reference (4) that for bonded rubber material of a cylindrical shape, a simplified theory equation between linear dynamic and nonlinear static behavior of rubber material was useful to predict their combined effects. This paper presents the second part of the study. It is confirmed that for the compressed rubber material, the stress can be factored into a function of frequency and a function of strain(stretch). The finite element methodis applied to analyze non-linear large deformation of rubber material and its results are compared with those of a simplified theory equation. The predicted dynamic material properties based on non-linear static finite element analyses have a good agreement of experimental results and those based on simplified theory equation.

• Bulletin of the Korean Chemical Society
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• 제34권6호
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• pp.1835-1838
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• 2013

Polypyrrole-Gold (PPy/Au) segment nanowires are prepared using anodized aluminum oxide (AAO) templates and assembled into a curved superstructure. Since the shape of the obtained superstructures can be designed to be capsule-like with inner space for containing materials, and their openings and closures can be controlled with external stimuli, these structures can be useful for a large variety of applications. Inner space of capsule-like superstructures is an important factor for their applications, and the volume of the inner space can be assessed using the generalized equation suggested by J. K. Lim (Bull. Korean Chem. Soc. 33, 2699 (2012)). In this paper, we introduce a new approach to obtain correct and simplified equation without redundant assumption which was used to induce the previous equations, and recalculate the volume of the inner space in the capsule-like superstructure using a new equation.